Imperfection sensitivity of axially compressed cylindrical shells under varying dimensions. (15th November 2021)

• Record Type: Journal Article
• Authors: Sadovský, Z.; Kriváček, J.; Sokol, M.
• Is Part Of: Engineering structures. Volume 247(2021)
• Publication Date: 2021-11-15
• Subjects: Cylindrical shell -- Axial compression -- Buckling strength -- Geometric imperfections -- Varying dimensions -- Knock-down factors -- Shareable imperfection measurements -- Preliminary probabilistic estimates; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2021.113133
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Buckling of axially compressed cylindrical shells with geometric imperfections. Varying shell dimensions and the energy measure of geometric imperfections. A strain energy based relationship linking energy measures of individual shells. The least FEM GNIA buckling loads and the NASA and Eurocode knock-down factors. Shareable imperfections and probabilistic estimates of the least buckling loads. Abstract: This article conducts a theoretical study of the experimentally observed dependency of lower normalized buckling loads of axially compressed cylindrical shells on the radius-to-thickness ratio R / t . Medium length shells are studied, of equally elastic and isotropic material and of different dimensions. Given that geometric imperfections are viewed as a main source of imperfection sensitivity, their magnitudes are adjusted for individual shells by a previously introduced energy measure. The measure is defined as the square root of the total strain energy (linear analysis) of the shell deformed in the shape of an imperfection. Within the specified group, a relationship linking different energy measures of individual shells is suggested. The link is defined by the total strain energy per unit volume of a shell, which is a function of the shape and size of an imperfection and of the R / t ratio and the length-to-circumference/radius ratio. By equating a certain level of the function throughout the group of shells, a linked level of the energy measure of imperfections is provided for every single shell using a simple formula. Numerical examples showing the imperfection sensitivity of the shells for three-dimensional configurations are presented. FEM GNIA buckling strength calculations are based on a recently developed approach which employs the so-called influential eigenmode imperfections. The results are then compared to the lower bound knock-down factors recommended by NASA SP-8007 and to the normalized design buckling loads of Eurocode 1993-1-6. Furthermore, the authors propose an application of the linking ratio concerning shareable imperfection measurements and preliminary probabilistic estimates of the theoretical lower bound knock-down factors.